- #1
Richardpaul
- 2
- 0
Hi,
I don't know if anyone can help. I would like to be able to calculate the bending moment and deflection of a beam that is:
Built in on both ends (no rotation)
It has 2 different distributed loads not equ ispaced along the beam
and has 2 point loads which are also not eqi spaced.
I can only find nice standard cases of 1 concentrated load OR a distributed load both equally spaced along the beam length.
I was thinking that superposition might be the easiest method
Thanks for any help
Richard
I don't know if anyone can help. I would like to be able to calculate the bending moment and deflection of a beam that is:
Built in on both ends (no rotation)
It has 2 different distributed loads not equ ispaced along the beam
and has 2 point loads which are also not eqi spaced.
I can only find nice standard cases of 1 concentrated load OR a distributed load both equally spaced along the beam length.
I was thinking that superposition might be the easiest method
Thanks for any help
Richard